c odage & engineerin g [old 1 sjrveys i fl i floreat · sewer drainage vary from schematic...

3
. . -$- C ODAGE & ENGINEERIN G 87-89 Guthrie Street, Osborne Park, Western Australia BUILDER: [OLD 1 0 SEC Dome Telephone: (08) 94467361 Facsimile: (08) 9445 2998 CLIENT: Stone AREA Z -= @I =- Power Pole Email : [email protected] Website: VINIW.qj)ttage.com.au W COO’ Phone SJRVEYS J/N: I DATE: fl SCALE: I DRAWN: STRATA LOT 1 #24 Evandale Street, Floreat (9 J’;,:.d::,’.’,kConc. Path W Licensed Surveyors @ 351230 18 Sep 14 1 :200 M. Batemar Strata Plan30431 Original Lot 88 on Plan 3480 -.J -0-0- Cone. slabs .A DISCLAIMER: lot boundaries drawn on survey are based on land gate plan only. Survey does not include title search and as such may not show easements or other interests not shown on plan. Title should be checked to verify all lot details and for any easements or other interests which may affect building on the property. DISCLAIMER: Survey does not include verification of cadastral boundaries. All features and levels shown are based on orientation to existing pegs and fences only which may not be on correct cadastral alingment. Any designs based or dependent on the location of existing features should have those features’ location verified in relation to the true boundary. DISCLAIMER: Survey shows visible features only and will not show locations of underground pipes or conduits for internal or mains services. Verification of the location of all internal and mains services should be confirmed prior to finalisation of any design work. NOTE: EARTH\MlRKS I SET-OUT DIMENSIONS MAY VARY ON SITE AT BUILDERS DISCRETION. SEWER I DRAINAGE MAY VARY FROM SCHEMATIC PRESENTATION I CHECK MINIMUM CLEARANCES. RETAINING NOT INCLUDED IN CONTRACT REMAINS O_ERS RESPONSIBILITY. THIS SURVEY DOES NOT GUARANTEE THE LOCATION OF BOUNDARY PEGS OR FENCES. CHECK TITLE FOR EASEMENTS I COVENANTS ETC. A. NOTE: Unable to Calculate Sewer Junction Depth Due to Lack of Information on II\tclter Corporation E-Plan. Verify Junction Invert, Depth & Details Wth II\tclter Corporation. BUILDER and PLUMBER check GRADE A. NOTE: Unable to Calculate Sewer Junction Depth Due to Lack of Information on II\tclter Corporation E-Plan. Verify Junction Invert, Depth & Details Wth II\tclter Corporation. BUILDER and PLUMBER check GRADE Sewer Junction Inv: 5.2 NOTE: UP 18.61 Sewer Junction Inv: 5.2 NOTE: UP ---------~---------- & . v~ oG~ ______0~_____________________________________Et_____ @ 3m PARALLEL SEWERAGE EASEMENT DISCLAIMER: Cottage & Engineering surveys accept no responsibility for any physical on site changes to the parcel or portion of the parcel of land shown on this survey including any adjoining neighbours levels and features that have occurred after the date on this survey. All Sewer details plotted from information supplied by Water Corporation. DISCLAIMER: Due to lack of survey marks/pegs, all building offset dimensions & features are approximate only and positioned from existing pegs/fences and walls which may not be on the correct alignment and are to be verified when repegged. Any design that involves additions to any structures shown or portion of structures remaining after any demolition has taken place requires boundaries to be repegged and exact offsets provided to your designer/architect before any plans are produced and before any work is started on site. WARNING: Check developer/strata company regarding possible future/existing internal service run ins, positions & details. Check for possible private sewer lines & position & details of connection to strata lot. Beware possible building restrictions on strata lot by management statement or by-laws. If strata boundaries not defined on plan only parent lot may be re-pegged and line pegs placed. ..q- N STRATA LOT 2 Approx FL@ FDoor On Brick 7.62 Brick & Tile On Slab LOT MISCLOSE 0.000 m 1.0 Cone Ret.1I\tcl1l (") Poss Parapet CD V PEG II\tclIl r-..: ~GONE .6 <? ’)! V PEG l!) 00 ~. 70’ ~ GONE c if 16 COURTYARD ~ BriCk >0 l!) !:- 8.150 c II\tclIl l!) r-..: ~ 1 ~1200 XI200DEEP...- rri ",_,1 CONCRETE SOAKWELL c ~ L() r-..: SCREENING OVER FENCE TOPATR.L 10.730 (1.6mABOVE ALFRESCO F.F.L.) SOIL DESCRIPTIOI’ Sand Refer to Survey VPEG ~GON A NOTElBEWAREADVISE TRADES ~ O/Head powerlines N ON 0 1 ALFREstO R.L. 9.130 GLJ w ~ PROPOSED NEW RETAINING, MAX. 360mm HIGH ~ E ~ S Brick & tile on limestone Brick & tile on limestone 9.0 STRATA LOT 1 Brick & tile on limestone o ...- ai Approx FL@ FDoor On limber 9.18 Approx FL@ FDoor 8.44 8.16 High Brick II\tclIlWth Barwork Top Of UStone Base 10.21 10.21 Galv Porch On Concrete \L9.11 \C6 <0 ,~ Cb’\ ,~ ’\^Q ’% , ’-" <>>0- l!) , 9.0 (j) \~ co .900 \CJ OO,\~ , 9.’\4> (j) ~ B/Paved Access~ c Brick & lile Garage Carport Brick Pavers Lawn O ~ ~ ells.!!! ~TI ~ :S <ocSlQ ’0 0 c\ oS?o 0, 3.3 Scale 1 :200 Grass ’)GE ’-::D CD ~ Brick & lile Garage VPEG ~GONE 9.99 Low Brick II fff8 _! ~ q;>:RJ C? 1};y ~o’-- ~ ,}",:;,:’f:::,.’,t:- dJ Tree 0.7rr[ras Ht8m 9.31 Non-Mount 9.24 9.01 8.94 Non-Mo nt Iii ~. ~ ~\ - - _=::J 6 8 Evandale Street Bitumen Q) (5 CL a; s;o. 00. o \j - o 2 4 ~ c: ... o ~ ’-E ~ o 0 0..Q) o ~ "Q)...s:: .~ u.......... ... 1’0 ~ ro...s:: 0 0....... 0.. Q) VI ... ...s::Q)O .....~u .8-ro UlQ)..... Q) _ 1’0 en"t:l :!: c: c: > 1’01’0..0 "5J!!"t:I Q) ~.~ :~ Q) VI - 0.. c: ~ :J o :J VI -Oc: 1’0..0 0 .~...s:: ’’;:; ~.~ 1’0 ...s::Q)E o..c:... > en.E c: c: c: 1’0 ’2 .- .... E 0.--. 0 -"t:I’" >1’0- ~ >~ .- c: ..... :ero’t:) VI en- c:c:o.. &. ~ J!! ~ ~ ti ...~~ o .- "t:I c: > ... .....Q)Q) 0..>;: Q) ... Q) ~~Ul roUl= ~:. <t Q) ..... > > c: Q) ... 0 > ~ c: ~ en;: VI .:: ~ .!!! VI= .. ~ ~ c: 0:::.- 1’0 0 W en- Q) :::E:c:-..... _wOro :5cll"Q)"t:I uQ)~~ Ul en 1’0 ..... - 1’0 0.. ... c..... Q) ......’t:)Q).::= ~u=ro TOWN OF CI’ RECEt 1 0 M~. : ., J TIME: --- peter fryer design @ SITE PLAN DRAWN: Copyright PJTAYLOR SCALE 1:200 DATE: JOB No: M 0415916580 CLIENT: ADDRESS: NOV. 2019 17-12-19 PLAN REVISIONS E [email protected] HUGHES LOT 88, STRATA LOT 1 SCALE: P.O. Box 361 Subiaco WA. 6904 21-11-19 PLAN REVISIONS (#24) EVANDALE STREET AS SHOWN J RESIDENTIAL BUILDING DESIGN / INTERIORS SHEET OF date amendments FLOREAT 1 5

Upload: others

Post on 14-Aug-2020

0 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: C ODAGE & ENGINEERIN G [OLD 1 SJRVEYS I fl I Floreat · sewer drainage vary from schematic presentation check minimum clearances. retaining not included in contract - remains o_ers

. .

-$-

C ODAGE & ENGINEERIN G87-89 Guthrie Street, Osborne Park, Western Australia BUILDER: [OLD 1 0 SEC Dome

Telephone: (08) 94467361 Facsimile: (08) 9445 2998CLIENT: Stone

AREA Z -= @I =- Power Pole

Email : [email protected] Website: VINIW.qj)ttage.com.au W COO’ Phone

SJRVEYS J/N:

I DATE: fl SCALE: I DRAWN:STRATA LOT 1 #24 Evandale Street, Floreat (9 J’;,:.d::,’.’,kConc. Path

W

Licensed Surveyors @ 351230 18 Sep 14 1 :200 M. BatemarStrata Plan30431 Original Lot 88 on Plan 3480

-.J -0-0- Cone. slabs

.A DISCLAIMER: lot boundaries drawn on survey are

based on land gate plan only. Survey does not include title search and as such may not show

easements or other interests not shown on plan. Title should be checked to verify all lot details and for any easements or other interests which

may affect building on the property.

DISCLAIMER:

Survey does not include verification of cadastral boundaries. All features and levels shown are

based on orientation to existing pegs and fences

only which may not be on correct cadastral alingment. Any designs based or dependent on the location of existing features should have those features’ location verified in relation to the true boundary.

DISCLAIMER:

Survey shows visible features only and will not show locations of underground pipes or conduits for internal or mains services. Verification of

the location of all internal and mains services

should be confirmed prior to finalisation of any design work.

NOTE: EARTH\MlRKS I SET-OUT DIMENSIONS MAY VARY ON SITE AT BUILDERS DISCRETION. SEWER I DRAINAGE MAY VARY FROM SCHEMATIC PRESENTATION I CHECK MINIMUM CLEARANCES. RETAINING NOT

INCLUDED IN CONTRACT - REMAINS O_ERS RESPONSIBILITY. THIS SURVEY DOES NOT GUARANTEE THE LOCATION OF BOUNDARY PEGS OR FENCES. CHECK TITLE FOR EASEMENTS I COVENANTS ETC.

A. NOTE: Unable to Calculate

Sewer Junction Depth Due to Lack of Information on II\tclter Corporation E-Plan. Verify Junction Invert, Depth & Details Wth II\tclter Corporation. BUILDER and PLUMBER check GRADE

A. NOTE: Unable to Calculate

Sewer Junction Depth Due to Lack of Information on II\tclter Corporation E-Plan. Verify Junction Invert, Depth & Details Wth II\tclter Corporation. BUILDER and PLUMBER check GRADE

Sewer Junction

Inv: 5.2

NOTE: UP 18.61

Sewer Junction

Inv: 5.2

NOTE: UP

---------~---------- & .

v~ oG~ ______0~_____________________________________Et_____ @

3m PARALLEL

SEWERAGE

EASEMENT

DISCLAIMER:

Cottage & Engineering surveys accept no responsibility for any physical on site changes to the parcel or portion of the parcel of land shown on this survey including any adjoining neighbours levels and features that have occurred after the

date on this survey. All Sewer details plotted from information supplied by Water Corporation.

DISCLAIMER:

Due to lack of survey marks/pegs, all building offset dimensions & features are approximate only and

positioned from existing pegs/fences and walls which

may not be on the correct alignment and are to be verified when repegged. Any design that involves additions to any structures shown or portion of structures

remaining after any demolition has taken place requires boundaries to be repegged and exact offsets provided to your designer/architect before any plans are produced and before any work is started on site.

WARNING:

Check developer/strata company regarding possible future/existing internal service run ins, positions & details. Check for possible private sewer lines & position & details of connection to strata lot. Beware

possible building restrictions on strata lot by management statement or by-laws. If strata boundaries not defined on plan only parent lot may be re-pegged and line pegs placed.

..q- N

STRATA

LOT 2

Approx FL@ FDoor On Brick

7.62Brick & Tile

On Slab

LOT MISCLOSE

0.000 m

1.0 Cone

Ret.1I\tcl1l

(")

Poss Parapet CD V PEG II\tclIl r-..: ~GONE

.6 <? ’)! V PEG l!) 00 ~. 70’ ~ GONE c if 16

COURTYARD ~ BriCk . >0 l!)

!:- 8.150 c II\tclIl l!)

r-..: ~ 1 ~1200 XI200DEEP...- rri ",_,1

.

CONCRETE SOAKWELL c ~ L()

r-..:

SCREENING OVER FENCE

. TOPATR.L 10.730

(1.6mABOVE ALFRESCO F.F.L.)

SOIL DESCRIPTIOI’ Sand

Refer to Survey

VPEG ~GON

A NOTElBEWAREADVISE TRADES ~ O/Head powerlines

N ON 0 1

ALFREstO R.L. 9.130

GLJ

w

~

PROPOSED NEW RETAINING, MAX. 360mm HIGH

~E

~S Brick & tile

on limestone Brick & tile

on limestone

9.0

STRATA

LOT 1

Brick & tile

on limestone

o ...-

ai

Approx FL@ FDoor On limber

9.18Approx FL@ FDoor 8.44

8.16

High Brick II\tclIlWth

Barwork

Top Of UStone Base 10.21

10.21

Galv Porch

On Concrete

\L9.11 \C6 <0 ,~ Cb’\ ,~

’\^Q ’% , ’-"

<>>0- l!)

, 9.0 (j) \~ co

.900 \CJ OO,\~

,

9.’\4>

(j)

~ B/Paved Access~

c

Brick & lile

Garage

Carport Brick

Pavers

Lawn

O~ ~ ells.!!!

~TI~ :S

<ocSlQ ’0 0

c\

oS?o 0,

3.3

Scale 1 :200

Grass

’)GE

’-::D

CD

~Brick & lile

GarageVPEG ~GONE

9.99

Low Brick

IIfff8 _! ~

q;>:RJ C? 1};y ~o’-- ~

,}",:;,:’f:::,.’,t:-

dJ Tree

0.7rr[ras Ht8m

9.31

Non-Mount 9.24

9.01

8.94 Non-Mo nt

Iii

~.

~ ~\

- - _=::J

6 8Evandale Street

Bitumen

Q)

(5 CL

a; .

s;o. 00.

o\j

-

o 2 4

~ c:

...

o ~ ’-E ~ o 0

0..Q) o ~

"Q)...s:: .~ u.......... ... 1’0 ~ ro...s:: 0 0....... 0..

Q) VI ...

...s::Q)O

.....~u

.8-roUlQ)..... Q) _ 1’0

en"t:l :!: c: c: > 1’01’0..0 "5J!!"t:I Q) ~.~ :~ Q) VI - 0..

c: ~ :J o :J VI

-Oc: 1’0..0 0 .~...s:: ’’;:; ~.~ 1’0 ...s::Q)E o..c:...

> en.E c: c: c:

1’0 ’2 .-

.... E 0.--. 0 -"t:I’" >1’0-

~ >~ .- c: .....

:ero’t:) VI en-

c:c:o.. &. ~ J!! ~ ~ ti

...~~ o .- "t:I c: > ... .....Q)Q)

0..>;: Q) ...

Q)

~~Ul roUl=

~:. <t

Q) .....

> > c: Q) ... 0 >

~ c: ~ en;: VI .:: ~ .!!!

VI=

.. ~ ~ c: 0:::.- 1’0

0

W en- Q) :::E:c:-..... _wOro

:5cll"Q)"t:I uQ)~~ Ul en 1’0 ..... - 1’0 0.. ... c.....

Q)

......’t:)Q).::= ~u=ro

TOWN OF CI’

RECEt

1 0 M~. : ’ .,

J

TIME: ---

peter fryer design @ SITE PLANDRAWN:

Copyright PJTAYLORSCALE 1:200

DATE: JOB No:

M 0415916580CLIENT: ADDRESS: NOV. 2019

17-12-19 PLAN REVISIONS E [email protected] LOT 88, STRATA LOT 1 SCALE:

P.O. Box 361 Subiaco WA. 690421-11-19 PLAN REVISIONS

(#24) EVANDALE STREETAS SHOWN

J

RESIDENTIAL BUILDING DESIGN / INTERIORSSHEET OF

date amendments FLOREAT 1 5

Page 2: C ODAGE & ENGINEERIN G [OLD 1 SJRVEYS I fl I Floreat · sewer drainage vary from schematic presentation check minimum clearances. retaining not included in contract - remains o_ers

NOTE:

DIMENSIONS ARE APPROXIMATE

ONLY. MEASURE AND CONFIRM ON

SITE PRIOR TO COMMENCEMENT

I @ HARD \flARED SMOKE DETECTOR I

w ~

m m

0_ 0 _

8fil8filLO VIIlValffi

’<;j"

o C’0 I’-- CD

Wmm~ET~~ o SH FLO

PROPOSED RETAINING ON

BOUNDARY, 360mm MAX. HIGH

_._._J_~-EXISTING VVlNDOV\( REMOVE BMORK BELOWVVlNDOWTO FLOOR LEVEL & INSTALL DOOR, SITE MEASURE TO

SilTo m o N

o m o N

o m ’<;j" ,.....

AREAS:

existing house: 145.539m’

existing carport: 36.000m2

existing porch: 13.278m2

proposed addition: 43.948m’

proposed alfresco: 10.754m’

Total Area: 249.519m2

12880 NOTE: THESE DRAVvlNGS ARE TO BE

READ IN CONJUNCTION VvlTH

STRUCTURAL ENGINEERS DWGS

680 4680 4400 3800 1000

o 4500

BED 1

o 2700 9 1000 0 N5020 3710

ALFRESCO

3800

ALFRESCO

2930

KITCHEN’

I0 264q

IMI

I ~

BATH 2 BED 1 LIVING

5020

LIVING

E5020

LIVING w

3000

s

I-:-~-------- I I I I

I I

I ---I--

I I

I

I , I

EXISTING 2.7m HIGH: J BOUNDARY VIUILL

.

"

..1-.

: RWP

I

Ill. .>f

.~’=~.

00

;; 00; UJ m(0 III

C’0

0C’0

0I’--

~m .J

(()

--0I?’

ill,.....

000 "C’0co coLO

~NN

<{

oli

.

’>0~r....

0 III0ZI"-

0z-----’~

co 5 gN

z!:: 0 UJ

" ,..... g,-~

zUJ:r:

N f:!(0 ;zill ;:(0

’"I-Z

1l:

=:’::

@j

I I

I I 1593 I

i27.oomrD -:C-.rJ BED 1

~

~

. .

r~NE::T~:FRAMED VIUILLS~

\J

1\

L

I I

I I

I I

I I

I

.~ L=J

EXISTING

CARPORT JEIT:[75

I---

I---

I----I’.JV .! 0 CAI\’’’;E

lRE2C -1\./ ~D

10 fAR’ ’1I--

---------------------------------~ -------______1

----

TIME:

EVANDALE STREET

peter fryer design @ FLOOR PLANDRA\M’J:

Copyright PJTAYLORSCALE 1:100

M 0415916580DATE: JOB No:

E [email protected]: ADDRESS: NOV 2019

17.12.19 PLAN RE’v1SIONSHUGHES

P.O. Box 361 Subiaco WA. 6904LOT 88, STRATA LOT 1 SCALE:

21.11.19 PLAN REVISIONS(#24) EVANDALE STREET

AS SHOWN

date RESIDENTIAL BUILDING DESIGN !INTERIORS ’ISHEET OF

Iamendments

I IFLOREAT 2 5 I

Page 3: C ODAGE & ENGINEERIN G [OLD 1 SJRVEYS I fl I Floreat · sewer drainage vary from schematic presentation check minimum clearances. retaining not included in contract - remains o_ers

COLORBOND ROOF

@APPROX. 6’ PITCH

~ FLOOI3 ~EVEL ~.~~Ol__

- - -

33c CEILING LEVEL (RL-12.009) --

COLOR BOND ROOF

@APprX. 13’ PITCH

fOVERA.!J .B.U.!h[)INQJjE;I~HT.

CEILING LEVEL (RL. 11.880)

~ ~ 0 ~ 0... 0

~ ~

8~ (Q

[[EXISTING RESIDENCE01

&’l No

o CO

RI.. - - - - - - -

-,,- - - - ~- - - --

’’ 0)"

00

----~.

FLOOR LEVEL (RL. 9.180)

"

’’

ELEVATION 1 SCALE 1:100

’’

EXISTING NATURAL GROUND LEVEL

AT BOUNDARY ON STRATA LOT 1

PROPOSED NEW RETAINING ON BOUNDARY

MAX. SOOmm HIGH

SELECTED FIBRO WEATHERBOARD CLADDING

EXISTING WNDOW, REMOVE BRICKW)RK BELOWWNDOWTO

FLOOR LEVEL & INSTALL DOOR.

SITE MEASURE TO SUIT

’\

~9. 4310I-

’n W5

I

II EXISTING RESIDENCE I COLORBOND ROOF BEHIND

~2L__- - -

@APPRO ’ 6’ PITCH

----- --- - - - --

.12.880)

~t-----

--

IF IIF @ IIF I----

---

1== -

I--

!----- -

0!---

C’?

~-\0-

8=!--- >----0 F--- >----

@ C’?

~~ I->---- ~ ~ ~~ 0

@ ~

J~ Is...:

-~

0r--’<tL[)01CO

...\lJ~_ -

- -

F-1----- - - - -

ATURAL GROUND c_"

~~~RIV~rY ,...’’

"’l;~ ’’

L ’’

y EXISTING NATURAL GROUND LEVEL

AT BOUNDARY ON STRATA LOT 1

ELEVATION 2~ SELECTED FIBRO

CEILING LEVEL (RL. 11.880)

TOP Of OOF JI3.l...1l.j -’\<--- - - - - -

TOP OF WALL (RL

~ a: Q

8: ~ N ~ (9 ~ N ~ C’?

~ 0

o :! L[) iil

--’

~ w

6

o o r-- C’?

o o r-- N

00r. FLOOR LE’{EJ 00 FLOOR L.sY~J..,-9.180L __

EXISTING N

LEVELAT L

-’,---. . - . . -. _.

SCALE 1:100WEATHERBOARD CLADDING

~

/COLORBOND ROOF

@APPROX’~~2.._ ._ ~ ~

_~;~TEE~B~:~g CLADDING.

QVE~LL B1!)LDIr:!Q .HEIGHT

R.l. 12.78

33c CEILT G LEVEL (RL. 12~009f - - - ~ - - - - - - - - - - - - - - = : : =

- -

ICEILING LEVEL (RL. 11.880)

-~ - -

~’-"= "=’-’-’~ -~"’~ ~=~ ~~=___0- _ __

f2 EXISTING 2.7m HIGH N

----WDARYWlILL

N~ 00.. L{)~

01

N CO N

00c" FLOQI3 LEVEL RL. 9.j 801

,S’)

OOC FLOQ LEVE~lR.12..18.9L _ __

,." ~

’’ ’’

’--,

ELEVATION 3 SCALE 1:100

t~ ,,’0 ’’ ’\.

EXISTING NATURAL GROUND

LEVEL AT LOT 2 DRIVEWlIY SIDE

~’1.-

,,-’0

’\."-~

’\.\)

’\.

R.l. 8.59

1(",

’~

’\.

,,-’0

’’

EXISTING NATURAL GROUND LEVEL

AT BOUNDARY ON STRATA LOT 1

TOP OF EXISTING BRICK FENCE

VISUALLY PERMEABLE SCREENING OVER EXISTING FENCE

- TOP AT R.l. 10.730 (1.6m ABOVE ALFRESCO F.F.l.)

33c CEILlNGLEVEL(R.C12. 9) - - - --

ALL ROOF TIMBER SIZES & SPACINGS AS PER

AUSTRALIAN STANDARDS

TI1BER FRAMING CODE

COLORBOND ROOF

@APPRT 13’ PITCH R L 13162

SELECTED FIBRO

WEATHERBOARD CLADDING

OVERALL BUILDING HEIGHT

o o (Q N

CEILING ON FURRING

__ CHANNELS TO UISIDE

-~.;;:-_ OF RAFTERS --,,:-::’:1

II

LlWING "

II

II "

II "

II II

CEILING LEVEL (RL. 11.880)

01 N CO N

EXISTING

RESIDENCE 8 ~

~~ 010.. C’?o..

~ o o r-- N

TOWNOF( GE

IE ,.:LSQ~L~C! L. 9.18_OL

10 V.:" )

CONCRETE FOOTINGS & SLAB

TO ENGINEERS DETAILS WI-

WlITERPROOF MEMBRANE UNDER

00 FLQQR LE\,II;.LlBl-._9J~ _ _ _ _ _ _ _

SECTION A SCALE 1:100

BRICK BUILD-UPTO SUIT

REFER ENGINEER’S DETAILS

TIME=-. _____ ___

peter fryer design @ ELEVATIONSORAWN:

Copyright PJTAYLORSCALE 1:100

DATE: JOB No:

M 0415916580CLIENT: ADDRESS: NOV. 2019

17-12-19 PlAN RE\J1SIONSE [email protected]

HUGHES LOT 88, STRATA LOT 1 SCALE:

P.O. Box 361 Subiaco WA 6904 AS SHOVVN21-11-19 PlAN RE\J1SIONS(#24) EVANDALE STREET

SHEET OF

date amendments I RESIDENTIAL BUILDING DESIGN I INTERIORS FLOREAT 3 5